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There have been some studies on the axial compressive behavior of concrete columns reinforced with fiber-reinforced polymer (FRP) bars.
An experimental study was performed to investigate the axial compressive behavior of concrete columns with Grade 600 MPa reinforcing bars.
Due to the differences in the mechanical properties of FRP and steel reinforcement, the compression behavior of concrete columns reinforced with FRP reinforcement may differ from those reinforced with steel.
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To understand the seismic behaviors of concrete columns confined by corroded stirrups, low-reversed cyclic loading tests were carried out on eight corroded reinforced concrete columns to study their mechanical characteristics and failure mechanisms.
The effect of concrete shrinkage is found to be of major importance for the accurate prediction of the behavior of reinforced concrete columns.
To investigate the axial load behavior of hybrid concrete columns consisting of an ultra-high performance fiber-reinforced concrete tube (20 mm thick, 92.6 MPa or 143.3 MPa) and normal-strength concrete core (28.2 MPa), concentric axial load tests were performed for five column specimens.
The effect of concrete shrinkage on the behavior of reinforced concrete columns subjected to monotonic and cyclic loading is investigated in this study using the finite element method.
It is demonstrated that numerical models can predict behavior of confined concrete columns from the experimental investigations, confirming the predictability of the numerical microplane-based approach used.
An analytical element is proposed to simulate the cyclic nonlinear lateral-strength behavior of reinforced concrete columns.
This study investigates the compressive behavior of reinforced concrete columns that are made from recycled aggregate and are subjected to monotonic uniaxial loading.
An analytical model is developed to predict the mechanical behavior of confined concrete columns, and validated using previously published test results.
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